Chapter
Apr 26, 2012
Cyclic Local Buckling and Fracture of Concrete Filled Tubular Members
Authors: Akihiko Kawano and Chiaki MatsuiAuthor Affiliations
Publication: Composite Construction in Steel and Concrete IV
Abstract
The authors have conducted a test on concrete filled tubular (CFT) members with sizes used in ordinary building frames to investigate the scale effect on the fracture after cyclic local buckling. The comparative study with a previous test on small-scale specimens revealed that the scale effect on the fracture might be negligible for CFT with ordinary sizes and, therefore, a formula to predict fracture, which had been derived from small-scale specimens, could be used on large specimens. The applications of the formula are demonstrated for portal frame specimens with CFT braces and for CFT beam-column specimens.
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Published In
Composite Construction in Steel and Concrete IV
Pages: 632 - 643
Copyright
© 2002 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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Authors
Affiliations
Akihiko Kawano
Associate Professor, Department of Architecture and Urban Design Faculty of Human-Environment Studies Kyushu University 6-10-1 Hakozaki, Higashi-ku 812-8581 Fukuoka, Japan
Chiaki Matsui
Professor, Department of Architecture and Urban Design Faculty of Human-Environment Studies Kyushu University 6-10-1 Hakozaki, Higashi-ku 812-8581 Fukuoka, Japan
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.